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FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />WITH UVDERLAYMENT <br />AS PER POOR 905.1.1. <br />AS PER POOR 9fD5.1.1. <br />ROOF SHEATHING <br />ROOF SHEATHING <br />THICKNESS AS PER <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />84EET SNI. SECURED <br />PER FASTENER <br />PER FASTENER <br />SCHEDULE <br />SCHEDULE <br />PRE-ENG WD. <br />ER <br />PRE-ENG WD.TRUSS— <br />24' O.C. MAX <br />LE�pN <br />24' O.G. MAX. <br />METAL DRIP EDGE <br />METAL DRIP EDGE' <br />BATT INSULATION <br />2x FASCIA PER <br />ELEVATIONS <br />REFER TO ENEF43Y <br />CALCS FOR VALUES <br />/ <br />I'•0' <br />VENTED O.N. <br />5/8' GYPSUM BOARD <br />2x FASCIA MR— <br />ELEVATIONS <br />SOFFIT TYP. <br />OR 1/2' HIGH STRENGTH <br />CLG. BOARD <br />VENTED <br />REFERENCE I <br />STRUCTURAL <br />I <br />Ix2 FIRE -STOP <br />SOFFIT <br />-4.I INSUL. <br />REFERENCE <br />STRUCTURAL <br />6 <br />w <br />J <br />WINDOW ATTACHMENT <br />AS PER <br />MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />g <br />3/4' T s G SUBPLOOR <br />1/2' THICK, 2 COAT <br />�- <br />GLUED AND NAILED <br />1/2' THICK, 2 COAT-- <br />PORTLAND CEMENT <br />AS PER NAILING <br />SCHEDULE <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />m <br />PLASTER APPLIED <br />DIRECTLY TO <br />w <br />DIRECTLY TO <br />MASONRY <br />m <br />R <br />MASONRY <br />IX2 FIRE -STOP <br />LEVATION <br />0C2 FIRE -STOP—^' <br />SEE STRUCTURAL <br />SEE STRUCTURAL---- <br />R <br />LEVA ON <br />5/8' GYPSUM BOARD <br />OR 1/2' HIGH STRENGTH CLG. <br />BOARD <br />R <br />79LEVATION <br />IX2 FIRE -STOP <br />IX2 FIRE -STOP—,/ <br />R-4.1INSUL. <br />Q <br />w <br />w <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />FERENCE STRUCTURAL <br />I/2' tHIGK, 2 COAT__..,,.I/2' <br />THICK, 2 COAT <br />PORTLAND CEMENTPORTLAND <br />PLASTER APPLIED <br />CEMENT <br />Ix2 P.T. FURRING <br />DIRECTLY TO <br />PLASTER APPLIED <br />STRIPS • 24' O.C. DIRECTLY TO <br />MASONRY <br />a,CMU MASONRY <br />I/2' GYP. WL. BD. <br />WOOD BASE <br />IX2 FIRE -STOP <br />IX2 FIRE -STOP <br />D.N. <br />w <br />D'. <br />w <br />w <br />BATT INSULATION <br />REFER TO ENERGY <br />CALLS FOR VALUES <br />5/8' GYPSUM BOARD <br />OR 1/2' HIGH STRENGTH <br />CLG. BOARD <br />Ix2 FIRE -STOP <br />R-4.1 INSUL. <br />3/4' T 4 G SUBFLOOR <br />GLUED AND NAILED <br />AS PER NAILING <br />SCHEDULE <br />R <br />l,fELEV_A_TF0_N <br />_4R <br />LEV TION <br />5/8' GYPSUM BOARD <br />OR 1/2' HIGH STRENGTH <br />CLG. BOARD <br />R-4.1 INSUL. <br />Ix2 P.T. FURRING <br />STRIPS s 24' O.G. <br />a' CM <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />� 4 <br />n W/ WINDOW OPENING WITHOUT WINDOW OPENING <br />2—STORY FIRST FLOOR BLOCK <br />SECOND FLOOR BLOCK <br />SCALE. 3/4'.I'-m' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />Ira <br />a <br />L4s� <br />'t <br />E BDIV. de LAT: <br />ABBOTT PARK <br />LOT #7 <br />BLK. #12 <br />PHASE 4C <br />PROJECT <br />04181.04G -07121 <br />I.IODEIr <br />4EHB <br />"2605- HAYDEN" <br />GARAGE BVrn4G: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />I <br />PRIKT <br />aw 12/27. <br />BCAL.E: 1/4"=1'- 0" <br />BItr.= <br />D2 <br />